Experimental and Numerical Investigations on the Behaviour of Masonry Walls Reinforced with an Innovative Sisal FRCM System — Claudia Brito de Carvalho Bello (2017) | RDL Network
Experimental and Numerical Investigations on the Behaviour of Masonry Walls Reinforced with an Innovative Sisal FRCM System
Key engineering materials 747: 190-195
Article 2017 English
Authors
CB
Claudia Brito de Carvalho Bello
AC
Antonella Cecchi
EM
Emilio Meroi
Abstract
1 min read
An experimental and numerical investigation on an innovative composite reinforced with sisal fibers for masonry strengthening is presented in this paper. A FEM numerical approach is also developed, based on diagonal compression test results, to simulate the shear in-plane response of unreinforced masonry panels (URM) and masonry strengthened with a Fibre Reinforced Cementitious Matrix (FRCM) composite system made with sisal fibers (RM-SISAL).
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